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~~ <br />~dC011 d~dVlB~fdh ~IiC 4-SF-06 <br />~rrtri~r~-cor~rrucrort SITE PREPARATION & DRAINAGE REV. 1 <br />u~T urn ern. ur~r STANDARD FORM <br />RUNOFF & SEDIMENT CALCULATIONS 9/80 <br />SHT. 3 OF 12 <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT D ESEiPADO /11 /NE JOB NO. (L~~ <br />/4EF(JSE AA~EA ~~ PONDNO.~L <br />BV ,~_ DATE `~^?S ~j~ CHECKED 8Y DATE <br />3. TOTAL REQUIRED STORAGE VOLUME <br />Total required storage volume =Sediment volume + Settling volume = 3 •~2 AC. FT. <br />4. POND DESIGN VOLUME <br />IRREGULAR SHAPE <br /> <br />ELEV. <br />FT. ___~AREA <br />SO. FT. AREA <br />AC. AVG. AREA <br />AC. INTERVAI- <br />FT. STORAGE <br />AC. FT. ACC. STORAGE <br />AC. FT. <br /> . _ - <br />S9Po 0941 a <br /> 0~9Gs /•o Q•9GS <br />~l a~9g8 0.96s <br /> <br />" D•5/3 /-o Q ~si3 <br />82 . fJ531 D•977 <br /> 0.56/ /•0 0•S6/ <br />83 o•s8s /•s3a <br /> 0 •Gll /•D 4. ~/i <br />$9 D•637 2 •/99 <br /> <br />• D • GG2 /.0 ~, ~6~ <br />8s o~6a <br />L 2.21 <br /> D,7/s /•0 d•7/S <br />59 86 D •7y4 <br />p 3 S2G <br /> <br />548 <br />- 0.776 /' 0~7~~ <br />7 0$7$ 9 3oz <br /> <br /> <br /> <br /> <br /> <br /> <br />PRICM CHADF <br />z <br />V=~DIAT+AB+ ATxAB 1 <br />WHERE: <br />AT + TOP AREA <br />AB -BOTTOM AREA <br />D ~ DEPTH <br />V ~ ACAE FT. <br /> <br />